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HomeMy WebLinkAboutS-0648 Map 5ARKANSAS RIVER - _ S17' 57' 20" E 522. 51' S27° 25' 4o,E 402. 31' ILL 6 Ln 0 [V Lu 0 0 0 r\ Z TRACT '8' Q = 30027'29" D=48 OA 06 40 qp 92 90- T = 32.50' 92. 80' 92 55 a�° sn„ - a°` — —� L = 63.45' ss°'} 1 0 95 3' ° Da' 92 55 ze 93° 3 30 s2° 109. 82 ?.e 9 9q°zs 3p„ — 0b - 0I 13 W 116 23 e5°z s?°„ — —.� — -ol I °I lo`1 w ; 123.92' _ - + s' i— Lu �� I 23 I 24 1 i� 29 I �W 30 QZ� �� 35 °o° 36 1 1 ° ~ I I v f 0 00' f 0. 00' f 0 00' 10. 00, 30' N.E. COR. TRACT 'D-2A - RIVERBEND ADDITION POINT OF BEGINNING p I r Q oe%°6 1 0 1 9 w 10. OC 1 I. 00, w wI Co u vl z3 I, w w w a I o o �� 17 46°°l'15" 4S�S\ e p 5 wQ 20 20 Io o_I 82.40--� 824 Jw1 8240�1 L N nr� "' $ -r° a. u� J w 85. 00' nI <" 82 40' 94.92' (V j0 ip- ri N /A9 si- —� 1 10, 0 r-- qo oe I I "oe 4p/ �>S ?9 q� / U 9?°0 64 55' d o5 to of 9° ° to 0 I �..� A 1 22 to of 25 0 o to of 31 o 0 37 0 CD p o 34 io p I o 10 0 20 0 0 o to of I ^o O 448 o I'- ? I 10 20. 110 I I 1 15 15' o etah. \5 �a 85. 00' 1 n 1 82 40- I �8240 �82 40' (h 20 8240 —tCDS&CK LINE SET BACK LINE 94 92 o01 C 5 (no5 °14 ems° 6321se�• I 21 ail 26 27 ^1 32 33 to 38 1 / p 2 L 5 I^ m m 1 m �I as° 1 I "° 00 m o 72. 70' I — — - — -- — — �, �9 "� I I la o S _J L_ 82 50' 82 50' �+ 1 L� - J ,� ti°° N Fg 13 / °80 --- BZso---- N J .I 1 2 ° oo � � 82 50 10 ISO' 9 2° 201}21 2!A YB 3°LF COURSE �\ I 9 _ g02p_553 55. 0050_00' N y `r TRACT ' L o \.7 'N S3 p\ 12 �5 �° e d �T - 50 00' 50_00' 50_00, S4 00' A 161 f — - 50_00' 12.83' �.� sO9 � 11 1I 10 6 g 0 9 0 8 � 7 I lml m o 0 6 �s nI 9°° GIp I O Q=31'50'50.. 2 - J _J L -� � 4 0 3� o _s' m m � 0 2 a � — J I m 1 D=43 64� �� L T = 43.01' 44'� m° 15' 9 55. DO'L _ - I 37ge'Sal' 5D. 00' 50.00' 50. 00' J L = 83.eo' ��� m� 50. DO' - 50.00' 50.00' - ti 50 00' 50.DD" - - - �� I.N16°36)25) ��W _ -- � 558J2' 3 PROJECT GENERAL NOTES: I. ALL EASEMENTS SHOWN== -ARE TO BE USED FOR DRAINAGE, ACCESS, AND/OR UTILITIES UNLESS OTHERWISE NOTED. 2. IRON PINS ARE SET AT ALL LOT CORNERS. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO POINTS OF INTERSECTION OF LOT LINE AND NOT POINTS ON CURVE. 4. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5, THE RADII AT INTERSECTION OF STREET RIGHTS OF WAY ARE 15' UNLESS OTHERWISE NOTED. 6. ERROR OF CLOSURE : 49 1 5,000 w 0 CD 0 Q � N O O n Z — - UTDJTY EAIEEMIM b Z W 2 w W W z Q Ct ca r H J H (n W U U Q Q100 �Q\` 8O'D Q ZP R\J�R LPG 216 1 R = 63.5' = 86050'25" L = 96.24' T = 60.09' • a i ,� 30' -t- 50' 25 1 15' 1 25 S70'14'00"W — 25.32 — N, W. COR. TRACT D-2A' RIVERBEND ADDITION 3 to lIi � to UX a N19046' 00" W 85. 00' RIVERFRONT DRIVE (120' R/W) 1 CERTIFICATE OF SURVEYING ACCURACY I, JOE D WHITE. HEREBY CERIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. DATE OF EXECUTION JOE D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION '011 kill) • STATE OF •. _ �1 ARKANSAS NO, 534 CG TIt D. WHA JQ, CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ES TA TE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION D.A. __ PAGE ADDRESS INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. TIMOTHY E. CATERS REGISTERED PROFESSIONAL ENGINEER N0, 5033, ARKANSAS DATE OF EXECUTION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD , 19 IN PLAT BOOK _ PA GE . NAME /10%1 A T ( 0 ifil" ARKANSAS REGISTERED PROFESSIONAL ENGINEER c�TNO.5033 zyY E ❑ NO ADDITIONAL EASEKIM REQUIRED ❑ ADDITIONAL EASEMENTS ARE REQUIRED AS SHOD ar. GRAPHIC SCALE IN FEE LITTLE ROCK PLANNING COMMISSION PLAT OF CANAL POINTS AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS Scale; I"=50' Dale. AUGUST 29, 1989 VICINITY MAP © WHITE-DATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 10 401 Victory Street Little Rock, Arkansas 72201